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Home My WebLink About897 GENERAL NOTES �. ALL WORK SHALL BE DONE IN ACCORDANCE %1TH THESE PLANS, THE CITY OF RANCHO CUCAMONCA STANDARDS AND THE STANDARD SPh:C_IF'ICATIONS FOR PUBLIC WORKS CONSTRUCTION - CURRENT EDITION. CONTRACTOR SHALI.BE FAMILIAR WITH AND SHALL BE RESPONSIBLE FOR ADHERANCE TO THESE STANDARDS AND SPECIFICATIONS . .r ALL PIPELINES OR SUBSTRUCTURES OP ANY KIND, TELEPHONE OR POWER POLES, WATER METERS, VALVES , FIRE HYDRANTS , ETC. SHOWN OR NOT SHOWN ON THESE PLANS WITHIN THE RIGHT-OF-WAY LIMITS OR IN ADJACENT AREAS WHERE IMPROVEMENT WORK a IS TO BE DONE SHALL BE REMOIED, RELOCATED OR PROTECTED IN PLACE AS REQUIRED t AT NO COST TO THE CITY OF RANCHO CUCAMONGA. ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL FAMILIARIZE HIMSELF • WITH THE SITE AND SHALL BE SOLELY RESPONSIBLh; FOP ANY DAMAGE TO EXISTING o t FACILITIES RESULTING DIRECTLY OR INDIRECTLY FROM HIS OPERATIONS , WHETHER OR ir - - NOT SUCH FACILITIES ARE SHOWN ON THESE PLANS. m _ + toA PFRmi,r SHALL BE OBTAINED FROM THE CITY OF RANCHO CUCAMONGA ENGINEF.RIN, DEPARTMENT PRIOR TO ANY ENCROACHMENT OR CONSTRUCTION WITHIN CITY OF RANCHO CUCAMONGA '. EASEMENT OR RIGHT-OF-WAY . - - 5. ALL GRADE STAKES SHALL BE SET BY THE CONTRACTOR OR ENGINEER. PAVING o tje ht1L To of-�ur� _ - - - - - -- - - _ S'T'AKI'S SHALL BE SET AT ALL HINGE POINTS , EDGE OF PAVEMENT POINTS WI'T'HIN _- - -- -- - - -. - 0. 01 FOOT OF SUB-GRADE, ELEVATION AND AT NOT MORE THAN 50 FOOT INTERVALS . ADDITIONAL PAVING STAKES MAY BE PF'QUIRF.;) BY CITY ENGINEER AS NF:E:DF,D AT' WARPED OR VERTICAL CUkVE AREAS. li ti -6 . ALL SEWER, WATER, ELECTRIC, GAS , PRONE OR OTHER UTILITY LATERALS , MAINS OR CROSSINGS SHALL BE CONSTRUCTED PRIOi: TO PAVING. to - - - - to -- - - - 151: tf cb � COMPACTION TESTS OF EMBANKMENT CONSTRUCTION , TRENCH BACKFILL , COMPACTING - ORIGINAL PUP FORMED O OD cv �f 1 GROUND AND ALL SUB-GRADES HAL(. BE PI'.'FORMF,D AT NO COST' TO 'I':Ih; r N OT -- -. r CITY OF RANCHO CUCAMONGA . A WRITTEN REPORT WITH THESE COMPACTION TI:ST.; - -- - - - - - d . arobt 0 ert y O a� SHALL 3E SUBMITTED TO THE CITY ENGINEER FOR APPROVAL PRIOR TO THE PLACE;MI,T , - ± - - - - - --- __ - - - n ai } '". OF BASE MATERIALS AND/OR SURFACING . AT THE COMPLETION OF PAVING, A MATERIALS REPORT SHALL ISE SUBMI'[ TEI) '110 s . . . at ro , j i i i ! ? - .I THE: CITY ENGINEER, LISTING ALL TESTS OR DETERMINATIONS COMPLETED `I'O VERIFY = STABILITY OIL CONTENT AND GRADATION OF ASPHALT PAVING . i - -- - - 9 . PRIOR TO INSTALLATION OF ANY PAVING, A MATERIALS REPORT' SHALL BE Shit"! ] - - -- - TO THE CITY ENGINEER, LISTING ALL TESTS OR DETPRM1NATIONS COMPLF,TEI; 1't) VERIFY: SIEVE 71 ANALYSIS AND SAND , `1JIVALENT .)F A�;G<<h;GATE BASE . �0. PAVING SHALL BE PERFORMED IN ACCORDANCE: WITH R-VALUF. AND PAVF;MI:NT TAKEN Tb DETERMINE STRUCTURAL SECTIONS (PRIOR TO FINAL PLAN APPROVAL, ) . � WHEN IMPROVEMENTS ARE TO BE PLACED ON NATIVE SOIL t'!I 1(':'1 CONS 1 ..'I' �JI� A POCKY _ MATERIAL, THE SUB-GRADE SHALL BE PREPARED BY RFMO�' ;"d ALL ROCY.S 1111 CH � O �; PROTRUDE ABOVE THE SUB-GRADE AND ALL VOIDS OR DEPRESSIONS Slltd,I, cf, WITH A FINE GRADE, MATERIAL OF A QUALITY BETTER THAN THE NATIVr, a1 N m 3 ; -` 7 1 IF THE ASPHALT CONCRETE IS TO BE PLACED ON SUB-GRADE., A SOILS STERI I,ANI' REGISTERED BY THE E. P.A. FOR USE UNDER A.C. AND P.C .C. SHALI, BE I1NIF()1"1LY to O os d bl O .erlyO -- - ti O ifl APPLIED AT THE MAN FA T R?;R` RECOMMENDED) ' ) �' , - � O er - p a tt - - _ U C U S FCOMM„NI hl RAT FOR THE FULL I AVF:MP;N'1' �� [ D' 'IT To; Mtn: � N 1 + � � � O + 41 PRIOR TO PAVING . - _ -- - - - - N 0 >n - NG '. N , . ")R THE -- � 1�•i ES`1'IMATF OF QUANTITIES IS PROVIDED BY THE F FFR ONLY ' Elst., Prbftt� 3 t t JA 1 CONVENIENCE OF THE DEVELOPER, THE CONTRACTOR SHALL MAKE HIS OWN _ L •G TT7_R _ DETERMINATION OF CONSTRUCTION QUANTITIES BEFORE SUBNIT`r1 ;'; A BID. ANY ITf''M 4 ' PROFILE SCALE OF WORK REQUIRED BY THESE PLANS WHICH IS NOT SPECIFICALL' LISTED IN THE 3 ESTIMATE, OF (QUANTITIES SHALL BE CONSIDERED AS INCLUDED IN THE OTHER I 'T'EMS - -- AJ1 # -- - - 4 HORIZ. I�� = 20' OF' WORK. r 3 1 VERT I'� = 4' '4 . STREET SIGNS PER CITY OF RANCHO CUCAMONGA STANDARD NUMlWRS 401 AND 4F12 i, SMALL BE CONSTRUCTED AT EACR INTERSECTIOW.' ' 2 3 �\ 4 /� 15. CITY APPROVAL OF PLANS DOES NOT RELIEVE THE DEVELOPER FROM RFSPONSTRTI,TTY Existlmp- perstd. drwg 282. FOR THE CORRECTION OF ERROR AND OMISSION DISCOVERED DURING CONSTRUCTION. \ UPON REQUEST, THE REQUIRED PLAN REVISIONS SHALL BE PROMPTLY SIIBMI'rTND `I'0 01 S THE CITY ENGINEER FOR APPROVAL. 16. WORK SITE AND EXTERIOR STREETS SHALL BE IN A NEAT, CLEAN, HAZARD FRI.F., 30, / ORDERLY STATE, THROUGHOUT CONSTRUCTION. SITE SHALL BE CLEANED UPON REQUES' PLAN SCALE 111 -20, ,'/ , �/ OF THE INSPECTOR. ay \\\ �� • / BENCH MARK 17. CONTACT ALL UTILITY COMPANIES AS REQUIRED, 48 HOURS PRIOR TO EXCAVATION. J2tOON / B.M. No.16. Foothill Blvd- 8r Baker Ave. Drive Pin (63.51 TP) / w/ County Surveyors Tap in T.C. N/S Foothill Blvd. N /\ 200' E/0 � R.R. Tracks 27' N/0 � Foothill Blvd. SAN 6ERNARDINO RD. J 8� on Baker Ave-projected No. EL. 1237. 59 CURVE DATA 62.24 TC) / o A=60°51' 20 8FL) J � N �L' : R= 65.74, L=69.82 'A=60°51'20 d ZO C.F:R=27',L=28.68;A= 60051' 20 v z ~ e ( 61.50 TP; 0 ( 1 " :200' + W V /y V } SLOPE PAVING MIN.OF 1% TOWARDS m 2g , Instcd1 St.Lt. I + LEGEND ' _J 5h Op' LIP OF GUTTER FROM CROWN FC,Q 5800 L / TOP OF CURB o p ao / / T.C. ap a1 r F.L. FLOW LINE 66.2 TC - 57.25 ' 62.97 83./0' M .� 5 F t� B.W. BACK OF WALK 59 4 L � R -- - -- • CURB ACE v-Constr.,4 Sidewclk-per std. drwg�31Q - ;R=S' ,Con r. ,tiORomp per st drwg.31 INDEX MAP C F Constr. At C.Berm. '`� ___ P.P, _ POWER POLE Q, nstall Str. Light 5800L C�tr. 0"1;8�G per std. drwg.303. � ' • ry T. P. TOP .OF PAVEMENT 2 So. Cot.Gas15S/N. !�, �� . �' 58.7 t=L o � F.S . FINISHED SURFACE -- - - D T.G. TOP OF GRATE - `� Constr. A.C. pavi g in kindw/min. 3 A.C.on 4 A.B. _� O� �� INV. INVERT ELEV. G G` �� s (99 .5) EXISTING GRADE ELEV. / x100 .64 DESIGN GRADE ELEV. 22'4• _ � - Sawcut exist A.C. 8r join �� h �� ' SE3 40 FL' t t00N , RANCHERIA �- Constr. min. X0. 10 overlay to � _ ;'RIVE _ i - _ `` 4 +OO E '� i1 � � O3, o E / , PORTLAND CONCRETE CEMENT 8 S.S. m O� �. . `''`> . (59.467 6"R.Cucomonga Wot.�� \,�O -O -� W _�t0 �x� W 1,/ REMOVE EXIST A.C. PER PLAN i M Q S.S. Loc.to den in Siold .� �� All f v r J CAP EXIST A.C. PER PLAN -/ FL Exist. P.C.C. Curb. CITY OF RANCHO CUCAMON1GA New Constr Exist. AC Pavinq --__ PLAN AND PROFILE DR - 83 - 19 2' 5 . 3 10.7 16tT ' �� ES 1Ir,ATE OF (DUAN 1 ITIES i $ } RANCH ERI A DRIVE Constr. 6.S S.W. I/4 " er I' - ries 0.10'Min I%mox. Feather AC. 2 Exist. PC.0 Curb only where shown X00' �� 8" C & G Pff. STD. ; P.4JG ;n3 303 L.r'. BETWEEN pverlayVa - - ,p 3" A.C. ail 4" A.B. 3500 S.F. RED HILL COUNTRYCLUB D 8f TAPIA VIA % max. 6' P.C.C. S.W. 375 $.F. ��- - _ _ -- - -- - -.- -- ----- = } APPROVED BY DATE /Z-77�� Canstr CBiGperstd - - �� \F� , 0.10 A.C. OVERLAY 3500 S.F. , - ° / 6" A.C. BERM 23 L.F. CITY ENGINEER _ R.C.E. NO. Z3 FF I' 303. C.:�J:;S GUTTER PER STD. 308 12 6 �.:'. - 7� �} / LIGL7 STANDARDS .5800L 2 EA. DESIGN RECOMMENDED Constr m kind-Min.3" A C. on 4')A.B. 6.92 T 4 PC.C. SW. 920 S.F GJP L.P. LEAV I TT ASSOC. C �� / / � 12 Ot00N WHEELCHAIR RAMP I EA. DRAWN 9724 BLAND WOOD RQ SHEET TYPICAL ROADWAY SECTION - RANCHERIA DR. 2"So.Col.Gas 20'E/W LL GJP DOWNEY, CA. 902 -----�- - -- 57� TP) ) 8 - 7291 �_OF 400 W. of Topio Via CHECKED DRAWING N0. / LPL RCE. 11792 69 7 DATE - 4 FILE E-156-84